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N I TRAFFIC CONTROL PLAN N I AasTec <br /> M I SHORT TERM STATIONARY WORK ZONE M I =III=Yse.vlce5 <br /> TRANSIT FOR UNDERGROUND REFERNCE PLAN SET <br /> CONTACT SKIP ALGARD WITH EVERETT TRANSIT(425-257-7765, I verizon' <br /> salgard@everettwa.gov) AND DANA OSBORN WITH COMMUNITY <br /> TRANSIT(425-348-7191,dana.osborn@commtrans.org)AT LEAST <br /> wzo 1 <br /> WEEKS PRIOR TO CLOSURE. I FORESITE <br /> ROAD GENERAL NOTES: <br /> WORK I AHEAD 1. ALL WORK TO BE PERFORMED DURING DAYTIME HOURS,UNLESS TRAFFIC <br /> VOLUM ES OR MUNICIPALITY DICTATE OTHERWISE. <br /> x I 2. ALL SIGNS ARE 48"X48"BLACK ON FLUORESCENT ORANGE UNLESS OTHERWISE I BUFFER DATA <br /> W207 I NOTED. I LONGITUDINAL BUFFER SPACE = B <br /> 3. TRAFFIC SHALL NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 10 <br /> • I MINUTES. I SPEED(MPH) 25 30 35 40 45 50 55 60 65 70 <br /> 4. IF NEEDED PEDESTRIANS WILL BE ACCOMMODATE DTHROUGH THE WORK ZONE. LENGTH(FEET) 1155 200 250 305 360 425 495 570 1 645 1 730 T E R C 0 M <br /> x 5. ALL DRIVEWAYACCESS SHALL REMAIN OPEN DURING DURATION OF WORK. I PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE <br /> 6. WORK AREA TO INCLUDE STAGING AREA. <br /> TYPICAL PROTECTIVE TYPICAL PROTECTIVE VEHICLE(WITH STATIONARY <br /> n I n OPERATION <br /> VEHICLE TYPEWITHTMA TMA)LOADEDWEIGHT(LBS) <br /> Illl Illl (FEET) <br /> o I I 4YARD DUMP TRUCK, MINIMUM WEIGHT 15,000 LES. A <br /> SERVICETR UCK,FLATBED, (MAXIMUM WEIGHT SHALL BE IN 30 MIN. Q <br /> ACCORDANCE WITH MANUFACTURER <br /> o I I ETC. RECOMMENDATION) 7 <br /> ROLLAHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT. D `� T <br /> *A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF ATMA ISAVAILABLE.IF NO Z <br /> • I TMAIS USED,THE PROTECTIVE VEHICLESHALL BE STRATEGICALLY LOCATED IN THE FIELDTO O <br /> • W20-7a W20-1 SHIELD WORKERS AND NOROLLAHEAD DISTANCE IS SPECIFIED r <br /> • ROAD <br /> WORK <br /> AHEAD <br /> 100'-200' X X <br /> WO RKAREA <br /> Hoyt Ave <br /> X X 100'-200' <br /> W20-1 W20-7a <br /> ROAD <br /> WORK I o SIGN SPACING = X FEET <br /> AHEAD <br /> o FREEWAYS&EXPRESSWAYS 50/70 MPH 1500'+/-(OR AS PER MUTCO) <br /> RURALHIGHWAYS 60 65 MPH 800'+/- <br /> RURALROADS 45/55MPH 500'+/- <br /> SPEED Public Road I " PUBLIC ROAD 35/40MPH 350'+/- <br /> LIMIT <br /> w20-7a RUAL ROADS&URBAN ARTERIALS 35 Speed Limit I RESIDENTIAL&BUSINESS DISTRICTS 25/30 MPH 200'+/- <br /> � I n <br /> PRIVATE ROAD/DRIVEWAY 25 MPH OR LESS 100'+/- JVL <br /> ALL SIGNS ARE 48"x 48"BLACK ON ORANGE UNLESS OTHERWISE DISIGNATED <br /> SPEED Assumed I x (1)ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS,AT GRADE <br /> LIMIT INTERSECTIONS,AND DRIVEWAYS <br /> Private Road I ROAD W20-1 (2)THE SPACING MAY BE REDUCED IN URBAN AREASTO FIT ROADWAY CONDITIONS <br /> 25 <br /> Speed Limit WORK <br /> [� AHEAD MINIMUM TAPER LENGTH IN FEET <br /> CHANNELIZING DEVICE SPACING (FEET) I (J LSE POSTED SPEED U MIT(MPH) <br /> MPH TAPER TANGENT I WIDT 25 30 35 40 45 50 55 60 65 70 <br /> 35 20' 35' I 10 105 150 205 270 450 500 550 - - - <br /> 25 20' 25' i 11 115 165 225 295 495 550 605 660 - - <br /> 12 125 180 245 320 540 600 660 720 780 840 <br /> SHEET: 5 OF 8 <br />